HomeMy WebLinkAbout040-1318-00-017
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 578926 0
GENERAL INFORMATION State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Creative Homes, Inc., C/o John M. Eral Troy, Town of 040-1318-00-017
CST BM Elev: Insp. BM Elev: BM Descri do i Section/Town/Range/Map No:
11.28.19.2092
TANK INFORMATION ELEVATION DATA
TYPE URERJ 94
CAPACITY STATION BS HI FS ELEV.
Septic Z Benchmark
Dosing 3~ Alt. BM
o,n~loa 1 ; I 7 • CP !07(„ t `j
Bldg. Sewer 4.(o 1,674,
Holding St/Ht Inlet
* /b .9 1679: .5 73
TANK SETBACK INFORMATION St/Ht Outlet
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic ^ Ft Bottom
S s4 - /0-7 164x$ ,
Dosing 3 >~4 I X13 / Header/Man. 2-4 167 t~
r
Aeration Dist. Pipe Z. 7 ~s
/47 r I
Holding Bot. System 16 -7 &
PUMP/SIPHON INFORMATION Final Grade J .'7 1677 $
Manufacturer Zo Demand St Cover ~►1
GPM f!°,' ~s Z EO
Model Number h
r TV y 9 lo7y 6 C4
TDH Lift I Friction Loss System He d TFt
i
Dist. o well
Forcemain Leng1A Dia. 7 it
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Q~Tre es PIT DIMENSIONS No. f Pits Inside Dia. Liquid_ De th
DIMENSIONS v /(e
SETBACK SYSTEM / TO P/L ~J BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Type f ystem: 117 N14 A*
UNIT Model Number:
e~
DISTRIBUTION SYSTEM 168
Header/Manifold Distribution I 7ole Size if Ix Hole Spacing VAPipe(s)
~/3 W 4.~ -7-7 1 Length Dia Z Length Dia 6 Spacing 41 -
# Z
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
BedlTrench Center 11^~ Bed/Trench Edges Topsoil --1 [0 f Yes No s No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 486 Summit Ridge Hudson/, WI 54016 (NE 1/4 NW 1/4 11 T28N R1 9W) Hills of Troy Lot 17 Parcel No: 11.28.19.2092
1.) Alt BM Description
2.) Bldg sewer length = 13 `~~~r/rv" tlr
- amount of cover = 1
T Z o r..
Plan revision Required? t Yes -2~No
Use other side for additional information.
Date Insepct
SBD-6710 (R.3/97) rs Si ture Cert. No.
I
RECEIVES n
CountYGJ ` l
Safety and BPiiidin s Division.
20 15
201 W. Washingtoh Ave., P.O. Box 7162 Sanitary Permit Number (to be filled m by Co.)
T ° R(II X OOUNTY Madison, W1 537II7=1182 - - -
ITS' DEVELOPMENT 7 !3'g 2-(,4:>
os,~• State Transaction Number
Sanitary Permit Application S -33 WI)
Wis. Adm. Code, submission of this form to the proPria2e governmental unit
is accordance with SPS Sy,
is required prior to obtaining ing a a sanitary pt[mit Note: Application forms for state-owned POWTS are submitted to roject Address (if different than mailing address
the Department of~Safety with the op essional Scrvies. Person i ormation you provide may be used for secondary
5u-
L A lication information -Please Print All Information Parcel
Property Owner's Name
C ~ Property' Locamon ~ ZD 9 Z
Property Owner's Mailing Address y~ ` l a
e_ f l/-t X-- S, 4 1 Govt Lot
1~ ) l
17 '
Zi Code Phone Number N C v,,NLi✓ ion f
city, state j le
pC T~N; R t w
l ~
II. Type of Building eck al that apply) , gam' ' ; Name
2 Family Dwclhng -Number of EoirNns /7 t } L
Bloc ~ ~
❑ Public/Commercial -Describe Use ❑ City of
CSM Number 11 Village of ~
❑ State Owned -Describe Ur Town of
o~
$ )r 75
III. Type of Permit: (Check only one box on line A. Complete line B if applicable)
❑ Other Modification to Existing System (explain)
A. New System ❑ Replacement System ❑ Treatnient/Holding Tank Replacement Only
List Previous Permit Number and Date Issued
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber 101 Permit Transfer to New
Owner
Before'Expiration a O ✓
T of POWT3 System/ omonent/Device: Check all that a 1
❑ Non-Pressurized In-Ground ❑ Pressurized in-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ound < 24 iR of sui_ tab s
❑ p~trnent Device (explain)
❑ Holding Tank ❑ a Dispersal Component (explain)
V. Dis al/Trea eat Area Infor Appli ati
Design flow (p gp d ) Desigr Soil l Appli an Ra dsf) Dispersal Arm R n" s Dispersal Area Pro (sf) Systern Elevauo
cq 60 ®O Z ? 6
V L Tank Info Capacity in Total # of Manuf u S
Gallons Gallons I Units ~ „OO ~ ~ u ~ ~
a CJ in s C.
New Taoks fxng T=ks
Septic or Holding Tank
V
Dosing Clamber
VII, Responsibility Statement- i, the undersigned, ass ponsibility for installation of the POWTS shown on the attached plans.
Plum I MP/tv1PRS Number Business Phone N _
Plumber' Name (Print)
c
Plumber's Address (Street, City, State, zip Co~q)
VIII. County/De artment Use Only
Permit Fee Date sued C Issuing' t Si azure
roved 5 / Z / J
'veu Reason fa (~Z7!5. DU
DL Couditi _ i ns for Disapproval ~D n1.~.1
" g ' ter tank, efflUent filter end 3) lQu i
dispersal cell must all k° cw►ulee! i r~aintatnt
/we-, %.d,*%cA-
as per management plan provided by plumt3ef~ In.)~
3. ApaeOackrequtremgnts must,"et neintoined µ / .
as Pw awficabts cods / ordilUrAft, Ld !
for the system and submit the County only oapp~~~r not ►ess t~,ir? ? II i~~j° •
AttxL to complete P~~ / ^ e-(t► t_ _ L u r/ tJ+A G!'N1..
SBD-6398 (R.. 11/11)
PLOT PLAN
PROJECT Creative Homes ADDRESS 707 Commerce Drive Suite 410 Woodburv Mn 55125
NE 1/4 NW 1/4S 11 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX
SYSTEM ELEVATION 1076.5 1.5' sand lift! DATE 4/13/15 BEDROOM 4
CONVENTIONAL IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765
HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 600 # of chambers none
BENCHMARK V.R.P. Top of 1.25" iron pipe ASSUME ELEVATION 100' Filter BEAR Filter
❑ BOREHOLE O WELL * H. R. P. Same as Benchmark
All piping shall be SDR 30/34, within 10'
of tank, piping shall be Schedule 40.
BM.' B-17C
.
❑ Property Li ne pop
Grading is to be done to
Property Line divert run-off away from
system
6% Slope B- 1 7B
❑ 486 Summit Ridge
Area Pro 4
15'beIow Bedroom
system is to House Wel I is to meet al I
remain H uffc utt WD NR setbacks
undisturbed Combo Tank
B-17A
Property Line
107 1075' Tank is to be
1076 properly bedded and
provided with
1074' 1ockdown covers
with approved
Scale = 1/4' = 10' 1 Acre Lot warning labels
4,c1,Co
1
SHAUN R BIRD Page 2 4/24/2015
• SPS 383.22(7) A copy of the approved plans, specifications and this letter shall be on-site during construction
and open to inspection by authorized representatives of the Department, which may include local inspectors.
Owner Responsibilities:
• SPS 383.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and
maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.
SPS 383.54(1).
• SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. SPS 383.54(4) shall be considered a human health hazard.
• SPS 383.55 The owner is responsible for submitting a maintenance verification report acceptable to the county
for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s)
utilized in the POWTS.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation.
In granting this approval the Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner
and any others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 250.00
This Amount Will Be Invoiced.
When You Receive That Invoice,
Charles L Bratz Please Include a Copy With Your
POWTS Reviewer 2, Division of Industry Services Payment Submittal.
(608)789-7893 , 7:45 am - 4:30 pm Monday - Friday WiSMART code: 7633
charles.bratz@wisconsin.gov
cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm
r
s
DIVISION OF INDUSTRY SERVICES
~tipART.L~E,`
,tip' ^on 3824 N CREEKSIDE LA
~o `P HOLMEN WI 54636
a Contact Through Relay
3 e
S http://dsps.wi.gov/programs/industry-services
~y www.wisconsin.gov
,G
d
ti
°~sSIOt •~,tis Scott Walker, Governor
i +
Dave Ross, Secretary
I
April 24, 2015
CUST ID No. 226900 ATTN: POWTS Inspector
SHAUN R BIRD ZONING OFFICE
BIRD PLUMBING INC ST CROIX COUNTY SPIA
1432 120TH ST 1101 CARMICHAEL RD
NEW RICHMOND WI 54017 14UDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 04/24/2017 Identification Numbers
Transaction ID No. 2533440.
SITE: Site ID No. 811929
Creative Homes Please refer to both identification numbers,
486 Summit Ridge above, in all correspondence with the agency.
Town of Troy
St Croix County
NEIA, NW1/4, S11, T28N, R19W
FOR:
Description: Mound / Four Bedrom / Sloping Site
Object Type: POWTS Component Manual Regulated Object ID No.: 1532908
Maintenance required; 600 GPD Flow rate; 18 in Soil minimum depth to limiting factor from original grade;
System: Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12),
Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06,
stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Reminders
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
component manuals listed above.
• Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. CONDI
Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and APP,
dispersal are prohibited.
DEPT OF '
• The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption PRQFESSIC
area. chs. NR 811 & 812c DIVISION OF IN
• A Sanitary Permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats. C /
• Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designate SEE CO
county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat
SHAUN R BIRD Page 2 4/24/2015
• SPS 383.22(7) A copy of the approved plans, specifications and this letter shall be on-site during construction
and open to inspection by authorized representatives of the Department, which may include local inspectors.
Owner Responsibilities:
• SPS 383.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and
maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.
SPS 383.54(1).
• SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. SPS 383.54(4) shall be considered a human health hazard.
• SPS 383.55 The owner is responsible for submitting a maintenance verification report acceptable to the county
for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s)
utilized in the POWTS.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation.
In granting this approval the Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner
and any others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 250.00
This Amount Will Be Invoiced.
When You Receive That Invoice,
Charles L Bratz Please Include a Copy With Your
POWTS Reviewer 2, Division of Industry Services Payment Submittal.
(608)789-7893 , 7:45 am - 4:30 pm Monday - Friday WiSMART code: 7633
charles.bratz@wisconsin. gov
cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 4/ 13/15
Owner:Creative Homes
Location: NE1A NW1A S11 T28 N,R19W486 Summit Ridge Troy
Manuals Used: Mound Component Manual Version 2.0 (01/31)
Pressure Distribution Manual Version 2.0 (01/31)
Page#
1. Cover Page
2. Mound Plot Plan
3. Mound Cross Section
4. Pipe Cross Section/Pipe Layout
5. Pump Chamber Cross Section
6. Pump Curve
7-8. Maintance and Contigency plan
9-11. Soil test
12. Filter Specifications a ross section
Shaun Bird nONALLY
Signature ROVED
SAFETY AND
License number 22 )NAL SERVICES
JOUSTRY SERVICES
RRESpONDEN
PLOT PLAN
PROJECT Creative Homes ADDRESS 707 Commerce Drive Suite 410 Woodburv Mn 55125
NE 1/4 NW . 1/4S 11 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX
SYSTEM ELEVATION 1076.5 1.5' sand lift! DATE 4/13/15 BEDROOM 4
CONVENTIONAL IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765
HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 600 # of chambers none
BENCHMARK V.R.P. Top of 1.25" iron pipe ASSUME ELEVATION 100' Filter BEAR Filter
❑ BOREHOLE O WELL *H.R.P. Same as Benchmark
All piping shall be SDR 30/34, within 10'
of tank, piping shall be Schedule 40.
B.M.* B-17C
❑ Property Line
00-
Grading is to be done to
Property Line divert run-off away from
system
6% Slope B-176 ~ 486 Summit Ridge
Area Pro 4
15'beIow Bedroom
system is to House Wel I is to meet al I
remain Huffcutt WDNR setbacks
undisturbed Combo Tank
B-17A
Property Line
1472 1075' Tank is to be
1076'
properly bedded and
provided with
1074' lockdown covers
with approved
Scale = 1/4I = 10' 1 Acre Lot warning labels
Mound System Cross Section and Plan View
` Dimension Feet
A
_
J B
i D
' ry L `.LL Lr rLJL Lr rLrr IL ! r Lr f r fr:f rL f r r Lr: r
L E ,.v
•lLf:.{y1L•Lr.f.1L1L.L.L.L~..rL.•..L.L....L.•..
: f•. •r•r•!•f•f• J:r:fM1t:f:r.r:r.: •f•r4lRfyt L f•: f L I
.r•r.:.r:r: •f'•?1?L?L•L•L•L•L•Lf rt.L.L.L.L.L.L.L.L....L•L.L. ..L ..~Ll. L Lj f•:•:•:'?..r
A ~ .?.f.r.r.}.r.r.r. •r~r•r•f.r.:•!•J.:.r r•J.r.r.r.J.:~:. f. ~r~r:r:r:r~r r F
••f:l:l~J1l~:J1J:r:J~l:J:l:J:::J:l:f:f:fyt:f:fyfyr:r:f~ltil4l1i1filir~i1ri:ti 1.4 L L r`r, L
l~141:r~f~f}r} L Lf L L L L LlL LrL Lf t•r J f J r~ r f t•! r f! J 1 rl l r t ryr t
i 11
W G r'
i
i
L~
W
K B 1 Z
Slope
L
i - 1 = Topsoil = ASTM C-33 r,,'•; = Clean aggregate = 4 in. sch. 40 pvc
'/2 to 2 2 in. dia. observation pipe
Cap Material sand fill
LP _J
Geotextile G H
Fabric
rlrI':?r F _
L ~.va.•..L.•
L
E
Plowed Surface
Ft Contour
Slope Direction
GENERAL INSTALLATION: The mound area is staked out along the design contour. Existing
vegetation is mowed and raked off the site. The mound basal area (L x W) is plowed with a moldboard or
chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a'/4 inch soil wire
when a sample is rolled between the palms of the hands. ASTM C-33 quality sand is placed immediately
after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or
is placed overhead by a backhoe. Special care must be used when placing sand of less than one foot
thickness to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire mound
is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The
observation pipes are slotted in the lower 6 inches and secured in place with rebar or a closet flange.
10/07193 Page of
Pressure Lateral Layout
Two Laterals - End Manifold
- Threaded
Cleanout
Lateral Turn-up Plug
Manifold
M
I L Long
Force Main Sweep
90
Bend
Distribution Network Specifications Pressure System Construction
Lateral Diameter In.
Manifold Diameter In. [Laterals are constructed of Schedule 40 PVC
Orifice Diameter `>~3 L In.~ pipe. Orifices are drilled perpendicular to
the with a sharp drill bit and face down.
X Orifice Spacing) In. pipe
L Lateral Length) L.- Ft. Lateral turn-ups terminate with a threaded
M (Manifold Length) Ft. cleanout plug and are enclosed in a 6-8 inch
Force Main Diameter _ In. diameter lawn sprinkler valve box accessible
force Main Length -1_ 0 I t. from finished grade.
• • - • • • • • •
Grade •
6-8 Inch Lawn
Sprinkler Valve
Box
Page - - - of
03/05 lg; .
Cross Section And Pump Performance Specifications
Septic-Dose -fank
Pump Manufacturer 7,^ -
Tank Manufacturer pip Model Number
Tank Model Number- 11 P ` "
Alarm Manufacturer
Total Tank Capacity
Alarm Model Number f
Max. Bury DeP Switch TypeT c Cr i < -
Total Dynamic Head (TDH) - Feet
FElevation Head Distal Pressure
`
Network Loss
PUMP Performance Required Force Main Loss 7
Minimum GPM Ft TDH Total
~
Manhole Min. 4" Above Grade
Outlet Manhole Min. 4" Above Grade With With Locking Device
Locking Device. Inlet Manhole Securely Mounted
< 6" Below Grade Sealed Watertight Weather-proof
Junction Box
Finished Grade
Vent Min. IT' Disconnect
Above Grade Means
With Vent cap
outlet Filter - - -
Inlet Baffle
Inlet A
i Weep
Switch Sett%ngs and Reserve CGapac ty Hole
B
Tank Volume =
al.
ion : Inches Volume G
Dimens
off Elevation
serve) A
B 2 Ft Y ; Bottom
(alarm)
Elevation
(dose) C = t " - , > / c 7` / 7 D
f
_
(dead) D Ft
Total 5 ' ` .<'<°a'•'
':;t, with the
and back filled in accordance ` STALLATION: The sepdcldose teak is beds by the manufacturer may not
device (padlock)
GENERAL' royal specifications. Maximum depth of bury as specified
manufacturers product app posed to grade have an
roval. Manhole covers exto the etffankective with locking watertight fittings, and
inlet app and outlet is of approved material, connected 40 PVC to bridge the tank
installedbe excee. ded without Piping at p the poor
laid on stable soil to prevent settling or sagging. The cal force service main is complies sleeved with with 4" NEC 3 Sch' 00 and Comm 1b.2:t.
excavation and the sleeve is sealed watertight. Electri
page of
02105 U
p_R v,lti'
--c-L,',~N, AND DEVJATt~'NG
CAPACITY C'uRV[
H EAD
W - - L -3~~
,2 I II
40 4
152
42
30
4 j v
i
i
0 ZG 40 60 80 100
GALLONS_L -_T ---I- _ - i5
uTERS 160 ZaC 2C - / - -
C
FLOW R 41',tiU-t
-T
CONSULT FACTORY FOR SPECIAL APPLICATIONS
/i 2-
• Timed dosing panels available.
I ed with
Electrical alternators, for duplex systems, are available and supp
an alarm.
variable level control switches are availab e for controlling single phase `
systems. w
• Double piggyback variable level float switches are available for variable -
level long and shoR cycle controls. -
Sealed Qwik-Box available for outdoor installations. See F%',1420 -
• Over 130°F. (54°C.) special quotation required.
a
1521153 Series
control Selection -
1521153 MODELS I simt lex Du lox -
Modei~_Volts_Ph Mode ?m25 F'---- j s zaoa
2or3
11152 115 1 Non 8_ __5 I
I _T -
BN152 ` 115 t Auto 2 or 3
43
E152 230 Non ! 1- -
43 1 Included 2 or 3 _i
Auto 2 3 SELECTION GUIDE
BE152! 230 - 1G.5
2 or 3 piggyback
N153 175 Non it
10.5 nctu --7 __-y 1. Single pi99YGaCK Va.`Iab18 12VBI float Switch or double va fable level float
6 153 115 Auto i 1 2 or
1 I Non 5.3
LLD 230 53 ncluded 2or3 switch. Refer toFl'.h0?77.
2. Bee FM0712 for correct model of E'ectrical Alternator E-Pak
LBE153' 239 Auto
pCAUTION qualified 3. 'Jaria ole level control switch 10-0225 used as a control activator, specify duplex
All installation of controls, protection devices and wiring should be done by a ori4ifloatsystem,
licensed electrician. All electrical and safety codes should be followed including the most
recent National Electric Code (NEC) and the occupational Safety and Health Act (OSHA).
RESERVE POWERED DESIGN
For unusual ccriditions a reserve safety factor is engineered into the design of every Zoeller puma.
MAIL TO: P.0 BOX 6347 Manrgacfurersor..
y Loui vle r' 40e55,3^7
SHIP TO 3649 are R i `o3d
ALITr PUMPS 519,
QGLo isvil e KY' 40211-1961
1
~p If A ® _
(502) T78-2731 • I 180015<3-P;.'MP
AX 5G2, 774 3624
http://www.zoeller.com
copyright 2000 Zoeller Co. All rights reserved.
1 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of
SYSTEM SPECIFICATIONS
FILE INFORMATION
Septic Tank Capacity at ❑ NA
. Owner
Permit # Septic Tank Manufacturer NA
Effluent Filter Manufacturer 13 NA
DESIGN PARAMETERS
Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA
A Pump Tank Capacity al ❑ A
Number of Commercial Units
Estimated flow (average) L al/da Pump Tank Manufacturer E , NA
Design flow (peak), (Estimated x 1.5) aUda . Pump Manufacturer C3 NA
aUda /ftz Pump Model ❑ NA 11 Soil Application Rate ` t, pretreatment Unit NA
Influent/Effluent Quality Monthly average'
❑ Sand/Gravel Filter ❑ Peat Filter
Fats, Oil & Grease (FOG) 530 mg/L ❑ Mechanical Aeration ❑ Wetland
Biochemical Oxygen Demand (BODS) 5220 mg/L ❑ Disinfection ❑ Other.
Total Suspended Solids (TSS) 5150 m /L Manufacturer
retreated Effluent Quality A Monthly average" Dispersal Cell(s)
530 m [L ❑ In-ground (gravity) ❑ n•ground (pressurized)
Biochemical Oxygen Demand (GODS) g
Total Suspended Solids (TSS) 530 mg/L ❑ At-grade Mound
❑ other Fecal Coliform (geometric mean) 510' cfu/100m1 ❑ Dri ine
Maximum Effluent Particle Size Y, inch diameter Values typical for domestic (non-commerclao wastewater and
septic tank effluent.
Values typical for pretreated wastewater.
MAINTENANCE SCHEDULE Service Frequency
Service Event
At least once every ❑ month year(s) (Maximum 3 yrs.)
Inspect condition of tank(s)
Pump out contents of tank(s) When combined sludge and scum equals one-third (Y,) of tank volume
Inspect dispersal cell(s) At least once every ❑ months ear(s) (Maximum 3 yrs.)
At least once every ❑ months ear(s)
Clean effluent filter
controls & alarm At least once every months ear(s) ❑ NA
Inspect pump, pump
At least once every ❑ months year(s) ❑ NA
Flush laterals and pressure test ❑ NA
Other At least once every ❑ months ❑ year(s)
other At least once every ❑ months ❑ year(s) ❑ NA
MAINTENANCE INSTRUCTIONS wing
licenses Inspections of tanks and dispersal cells shall be made by an Individual carrying one of the ffovl_loS Mainta net; Septage
certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector,
Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken
hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up
or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels
in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the
ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (Y,) or more of the tank volume, the
entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR
113, Wisconsin Administrative Code. retreat merit components, and any
The servicing of effluent filters, mechanical or pressurized POWTS components, p
other maintenance or monitoring at irkervals of 12 months or less shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
START UP AND OPERATION
For new construction, prior to use of the nprocess and/or the dispersal cell(s). presence h high conlcentrations a~e other
chemicals that may impede the treatment
detected have the contents of the tank(s) removed by a septage servicing operator prior to use.
I
page of
presence of painting products or other chemicals tht'.t the p
START AND OPERATION
process andlorO~Sgr damn a the heck dispersal treatment celltank(s). s) if for high the concentrations are detected have the contents of t ht)
. For new w construction, prior to
may impede the treatment orator prior to use.
tank(s) removed by a septage servicing op
When power is restored the excess wastewater will t)~
hig at the infiltrative
System start up shalt not occur when soil conditions are frozen at the nfiltrative su ace. ult in the
During power outages pump tanks may fill above normal power to the
discharged to the dispersal cell( s) in one large dose, backup or surface discharge of effluen',t.
operator prio
r to restoring contents of the pump tank removed by a Septage Servicing controls to restore normal leve',s
effluent um the overloading the cell(s) and may resting the pump
To avoid this situation have th
contact a Plumber or POWTS Maintainer to assist in manually op the area within P or pump
tank. ark over, or otherwise disturb or compact,
within the pump
th ersal cells, Do not drive or park vehicles over tanks ode solipabsorption a eanot drive or p lon the life of the POW
mound or at-gra erformance and pro
9 dram
15 feet down slope of any
pers; disinfectants; fat; foundation
Reduction or elimination of the following from the wastewater stream may improve the p aiming fond ram
dental floe ; die
( ons; oil; p
scraps, medicati
ette butts; condoms; cotton swabs; degreasers'c
cs• baby wipes; cigar gasoline; grease; herb
sumpti
(sump pump) water; fruit and vegetable peelings; pesticides; sanitary napkins; tampons; and water softener brine. stem is prapt:`ilY
Wisconsin Adminlstprative shall to insure that the System
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service
and safety abandoned in compliance with chapter Comm 83.33, Wi e openings sealed.
• All piping to tanks and pits shall be disconnected d and the and properly disposed of by a Septage Servicing Operator.
• The contents of all tanks and pits shat{ be removed
After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil,
gravel or another inert solid material. I ,mi
WTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code comp
CONTINGENCY PLAN
If the PO
replacement system: ment soil on by requii',ec ocation e replacement area has been evaluated and may beec for the In and should a{ reply be nfringedluesult'
❑ A in the Hoot
reel
The e replacement area should be protected from disturbance banee and not with the a n( it replacement
area wil setbacks from existing and proposed
replacement a ea.t Replacement system must comply
tion to establish ai lines
for a new soil and site evaluation
effect at that time.
A suitable replacement area is not available due to tbthe a aand/or s~smitations. Barring advances in POWTS techno ogh
holding tank may be installed as a last resort to replace
if no area. replacement Upon area failure of the POWTS a soil and site evaiuau1o
it available a hooding tank may installed s PO.
The site has not been evaluated to Identify a suitable replacement
`must be performed to locate a suitable replacement area.
a last resort to replace the failed POWTS.
nd and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infi!trailk
; M rf
surface, Reconstructions of such systems must comply with the rules in effect at that time..
INSUFFICIENT OXYGEN. DO NIC
«WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR ENTER A
SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER R iMCIRCUM POSSIBLESTANCES. DEATH MAY RESULT. RESCUE O!=
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT
ADDITIONAL COMMENTS
POWTS MAINTAINER,_„_
POWTS INSTALLER Name f
Name l_ f J
_ Phone
Phone
~
LOCAL REGULATORY AUTHORITY
SEPTAGE SERVICING OPE TOR PUMPER Name
77
d X~
Name
Phone
Phone
~ Wisconsin Administrative Code.
This document was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f) and 383.54(1), (2) & (3),
• Wisconsin Department of Com ; SOIL 'kLU,ATION REPORT Page 1 of 3
Division of Safety and Buildings,` in accordanv Coma 85, Ws. Adm. Code
t; f County ST. CROIX
Attach complete site plan 0 paper not'less than 81/2 x 11 inch in size. Plan
andt Parcel I.D. (PENDING)
include, but not limited to: rtical and horizontal refefehse po ( ) on
pcrecnt olopo, cc3le or di nsiorK rra2*94' A nw, and ln(Wion a distance to nearest road.
Revewed by Date
Pleas zp Gibc. l~tion
Persona{ information you provide may be used roc purpo s (Privacy Law, s. 15.04 (1) (m)).
ENORTH Property Location
NE 1/4 I~iW 1/4 S 11 T 28 N R 19 E (or) W
KOTA STATE UNIVERSITY c/o Leo Besk Govt. Lot
Mailing Address Lot # Block # Subd. Name or CSM#
Hills of Troy
kar, Boles &17 vela Town Nearest Road
y State Zip Code Phone Number i Coulee Trail
River Falls, WI 54022 ( 715) 425 - 7281 , 111111`11( 1
4 600 GPD
New Construction UseE] Residential / Number of bedrooms Code derived design flow rate
rReplaoement ~ Public or commercial Describe: ft
rent material loess over till Flood Plain elevation if applicable neral comments Mound System 1.50 ft. sand fill 0.4 loading rat1e
and recom ndations: 1/lx
(Ifpre-treatment syst 0.50 ft. sand fill 0.6 loading rate)
DBoring 30 W / f
in.
A Boring # surface elev. 1073.56 e;th to limiting factor 61cN
I El Pit Ground soil i on Ra
DffFE -
GP f
rizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots `Eff# 2
Ho in, Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-3 10YR2/2 - sil 2fabk mvfr as 3vf-m 0.6 0.8
sil 2f-msbk tnfr ai 2vf-m 0.6 0.8
2 3-13 10YR2/2 0.8
1OYR3/4 sil 2fabk mfr as lvf-m 0.6
3 13-24 mfr as Ivf-f 0.2 0.6
4 24-30 7.5YR4/4 sl Om 0 2 0.6
5 30-33 7.5YR4/4 c2f 7.5YR3/4 sl Om mfr as
0.2 0.3
6 33-34 10YR5/6 c2d toYR4/6 c 2fgr mfr
Horizons 4 & 5 have some gr.
Boring # ® Boring 1076.28 22
Ground surface elev. ft. Depth to limiting factor rn Soil Application Rate
Pit
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •EGPD/ftz ff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0.9 10YR3/2 - sil 3fgr&abk mvfr as 2vf-m 0.6 0.8
9-16 sil 3fabk mfr cs 2vf-m 0.6 0.8
2 10YR3/4 ab 0.4 0.7
3 16-22 7.5YR3/4 - sl 1 fsbk mfr 1 vf-m
4 22-31 7.5YR4/4 c2f7.5YR3/4 sl 0m mfr Ivf-m 0.2 0.6
Some gr; few cobbles; one boulder.
E ' Effluent #1 = BOD > 30:E 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 30 mg/L and TSS < 30 m9/L
ignalure CST Number
CST Name (Please Print) 224832
Mary Jo Hollister
Date Telephone Number
Address Evaluation Conducted
05 - 05 - 05 (715) 426 - 1775
W9875 690th Avenue, River Falls, WI 54022 ^..r ^^,~n
(Pending) Page 2 of 3
Property Owner NDSU (Lot 17) Parcel ID #
~-lk, A, .
L Boring # 8o pit sing Ground surface elev 1072.42 P00imtIg facto 18 in Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Roots 1 D
Gr. Sz. Sh. 'Eff# 'Eff#2
in. Munsell Qu. Sz. Cont. Color
1 0-8 10YR3/2 sil 2fabk mvfr as 2vf-m 0.6 0.8
2 8-12 I OYR3/4 scl 2fabk mfr cw lvf-m 0.4 0.6
3 12-18 10YR5/8 c 2fgr mfr cb lvf-f 0.2 0.3
4 18-20 till/lsbr
t3oring
ft. Soil lication Rate
❑ Boring # Ppit Ground surface elev. Depth to limiting factor in.
Boundary Roots ~E GPDIfPEff#2
Horizon Depth Dominant Color Redox Descxiption Texture Structure Consistence
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
®Boring
F-I Boring #Uj elev. ft. Depth to limiting factor in.
Pit Ground surface Soft lication Rate
GPDff
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E ff#l 'EM2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Effluent #1 = BODS > 30:5 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 cg(R.07/00)
Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, & Croix County, Wisconsin
Lot 17 1.?.* 4o fl.
2 ft. contours
Legal Description AS `~4 0> WE OW 44 s~N .11, Tz~A
Rtg W OF -t M = Backhoe pit
B-16/ 7c
ON HO ARK- /
\ ON P E
VA ION---
- - -
,
4178
t
1( 107(0-28
V
17
(ELI
k17kRK.
1/4'
( _ \
-7-7
1~ B-18A
A, FILTER CARTRIDGE INSTRUCTIONS
Installation
t ',3
STEP 1 Dry fit the filter case onto the end of the outlet pipe to ensure it Is s ~r
1 ~
centered under the access opening. If not, then either insert more pipe into the
tank through the outlet or solvent weld (glue) additional pipe onto the outlet
41
pipe
STEP 2 While the case is still dry fitted on the outlet pipe, measure the length
of 3/4-inch p optional supplemental side support. If side support k method d wall is ' not lutilized,
proceed to step four.
STEP 3 For installations utilizing the optional supplemental side support:
;E .
solvent weld the 3/4-inch pipe onto the filter case. if side support method is not
utilized, proceed to step four.
STEP 4 Solvent weld the filter case onto the outlet pipe. Insert the filter
cartridge into the case, pressing down until the filter locks into the bottom of
k
the case. st
STEP 5 If a VRS switch is utilized: insert into the filter and lock by turning
clockwise 900.
Maintenance
1. The effluent filter should be cleaned every time the septic tank is
~ ' 'H~ 'sue
serviced.
21 Open the outlet access opening to inspect the tank and filter. 1 i
3. Pump the septic tank completely, making sure to remove the sludge
layer on the bottom of the tank and not just the scum and effluent.
4. Once the effluent level has been lowered below the invert of the
outlet pipe, firmly pull up on the filter handle to dislodge the
cartridge from the case.
and out of the case for cleaning.
5. Slide the cartridge up
6. If a VRS switch connected to an alarm is present, the switch
should be removed by turning counterclockwise 90° and cleaned
with water only.
7. While holding the cartridge on its side (large flat surface facing ;
down; over the access opening, rinse off the cartridge with water
only, making sure all septage material is rinsed back into the tank.
8. If VRS switch is utilized, replace by inserting into filter and
turning clockwise 90 "91
9. Insert the filter cartridge back into the case, pressing down until s~ M
the filter locks into the bottom of the case.
10. Replace and secure the access opening on the tank.
BEAR ONSITETI FILTER CARTRIDGE - FIVE-YEAR LIMITED WARRAh
BEAR OAtSITET" Filter Case -Lifetime L+miCed Wa anty n- _ ~L7r ;J
_e -
r
jlw~c
0 1 t
www bearonsite om ; 877-MMFHXERa (65,34S83)
SLl''1`IC'1"^:I~1~='.~%I~11'`l'!_~;r~<;~;~;I?
%aoil)
OWNI_RSIVIP CIQ?TJM(, x%11 FORM
(.cam l 1 b ~,tlo~pUI
vla11inY Address Q _CO vtm >~21Z - 1.J r i1r ~
Property Address
(vc,"licatiozl required iraat Planning I rpant mint lot ncvA- cOutsitltction )
City/State 1'a~ cei Itit,ttti i~it;ation 1% Wo "1 131 T, a0 - 6(-7
Er J S ? f P p' y rs ~ Zo9 z- J
w M j Vv 1/x-1
Property LomtionN r- I Owi) o f Tr4
t
Subdi~ isiatl _ 1,tti k y 7
C.ei->fified Survey Map 4 ltulw I' gu +t
r
art•atnfy Deed Ial;e
` pC (rouse yes no 1 ~.n (inc ilieutillahlc~ 110
SYSTEM IN A1N rE:NAI`r~ NIY O'~~'~F.R ~'ER'T1l'
lmpro„er use and inaintenance of'your septic. Svsuun could insult in as pLm irate iadurc it) hwidle wastes . Ptolwl
trraintenance consists 01 puttipiltt_ our the Septic; trick e yr-I y fhreo wars Or s001jC1, i; by a 15ccarseAi t10131yca WI1h tl Von 1101 ruts,
Iho sysicru can aijec't the function of the septic tank as a u atrne•ni stay Al the "WSW disposal systoan. Oweer lnainienanmt
responsibilities are specified in gt: nmy 84 AQ 0 alai Ut (I"Wict 1:1 `;t. i wix ("o ulty ;-;arlitari, t )rdiuanek
The property owner ag re.s ro submit to Sr Clone d' uuty Ylannuip lon-lo IsTanmuilr a ccLu tcation limn, ;ie"I d t,v tiic
owner and by a master plumber, iuarmyrtran ptutnbrn resnickni p,lurnMr or a 1441 sod pi_urnpur NTrio ing Hot (1) 1ht on-siu
wastewater dteposal system is ur proper opemtrng nmdiiion anti (Z } An inspc, win and puatpling (if necessar);), ttrc ~;epo' ;anl; 1
Jess man 1 /3 Full of sludge.
tlwe, the undwsyned ham read dw aNwr n%pYenwuw and iWICL 10 in:inAaur Ott,, privace s,v, t fjl vit}, ;ha,
standards set to?th, telern. as set f:)t the Dupartnlent ui l_:ouuuctcr. alai the° ,_hparwarru 01 Nahual xr,'+oulkxcs ;;tar; of Wiscoir'lo
C'ettification .stating that Vole septic systein 11,18 be~-n waiurained tnusl hC CwlrplCw,l alai cluliwd it) 11C tit. CioiX Uotnuy Nanntu - ;k~
40rung 1kiwlrncnt within 30 da":; of tltc thn"C Scar cxtu alionn datr.
1!we certify that all siat;ntcnts out thi/11Y m an t1u;• to 11w &M of m);Ouui k uotx'Itu_c W am MC the. tin,' wqm tilt h1
property described above, by virt e of a warm deed tccordod in IZ~T stcr a Denis Mitt,
Num er o • bedrooms
Sl(t ATURI? O APPLIC ANTN 1041,
"Ally infirrrnadOn that is tntSrel?le5entod may 1e6u)1. in the. sauttary p(atnut lwililt woke tl bV the Planning ck: /ontulr )epan 1111col,
Include with this appllcaiion a recorded warrattiy deed thorn the kcgiswi of l)0k,-jk --'f ice and a cr,py 01' 111C CCI'flyd stnva°~~ nlal, nn
referencc is made tit the warranty d, ed.
(RF V, 08105)
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Please r ise e p o pans an a ion a s so a e soil 'repo s may ' r FS ~d r s
in POW S design or issuance of a sanitary permit. Feel free to contact me if you have
questions regarding the requested data.
Sincerel
YV,
Pamela Qu
Zoning Spe alist
Cc: Loui ilkins, Ogden Engineering
Cr 1g Lilja, Troy Development Corp.
j ian Wert, Town of Troy Building Inspector
Subdivision file
a
I
ST. CROIX COUNTY GOVERNMENT CENTER
1 10 1 CARMICHAEL ROAD, HUDSON, W1 54016 71X386-4686 FAA
PZO)CO.SAINT- ROIX.W1.US WWW.CO.SAINT-CROIX.WI.US
CWIX co
UNTY
PLANNING ZONING
June 22, 2006
Mary Jo Hollister, CST
W9875 690th Ave.
River Falls, WI 54022
RE: Hills of Troy Soil Evaluation Reports Lots 17 & 22
Code SE/NW Section 11, T28N, R19W Town of Troy
Administration
715-386-4680
Landrnformati°n v Dear Mary Jo:
Planning I completed a review of revised soil evaluation reports submitted on 5/24/06 and
715-386- find that additional information will be required for lots 17 and 22. The following
summary provides specific data that will be necessary before these reports can
Real operty _ be used to design mound private on-site wastewater treatment systems
7 -386-4677 (POWTS): G7'l(G~
/ "ljp
R
cling
-386-4675 Lot 17 - Due to extensive grading at the rear of this lot, adjacent td a drainage
easement and walking trail, the NE corner iron pipe benchmark may have been
altered and its elevation may not be accurate for POWTS installation. You didl
not correct the problem with alternate Benchmark at elevation 1075.24', which is
shown on the plot plan as being located higher than the 1076' contour line.
Boring B17B elevation is at 1076.28' and appears to be below the benchmark onVJ
the plot plan. (Note: This same benchmark is also wrong on lot 18 soil report,
but another benchmark can be used for that system's design)
In addition, you cannot arbitrarily modify the contours for the site plan from the
original engineer's plan. You need to find the benchmark and obtain an accurately
elevation so that a POWTS installer can use it to establish a contour for the
mound.
Lot 22- You cannot add contour lines to the engineer's drawing to make the
contour elevations work. The corner iron pipe elevations and borings B-22A and
B-22C appear correct, but B-22B had an elevation of 1033.27' at a location on
the plot plan between contours 1026' and 1028'. Either the boring was much
higher on the slope than indicated on the plot plan or a math error was made
when Ogden's survey crew gave you the elevation data. By modifying the plot
plan to add contours, you now created a 22% slope where a 7% slope was
originally shown. Has the site been cut or altered?? You need to verify the
actual elevation on your boring B-22B and provide that data before a mound
design can be developed for this lot.
ST. CROIX COUNTY GOVERNMENT CENTER
110 1 CARMICHAEL ROAD, HUDSON, W1 54016 715386,4686 FAA
PZCJOCO. SA1NT-CR01X. W1. US WWW.CO.SAINT-CROIX. WI.US
~ I
Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3
Division of Safely and Buildings
in accordance with Comm 85, Ws. Adm. Code
County ST. CROIX
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. )
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Date
Personal informatlon you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner Property
Location 1:1 El
NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar GovL Lot - NE 1/4 NW 114 S 11 T 28 N R 19 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
Rodli, Beskar, Boles & Krueger SC, 219 N. Main Street 17 - Hills of Troy
City State Zip Code Phone Number [:]Yitiage ElTown Nearest Road
River Falls, WI 54022 ( 715) 425 - 7281 Coulee Trail
New Construction Use] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material loess over till Flood Plain elevation if applicable AA- ft
General comments Mound System - 1.50 & sand fill - 0.4 loading rate
and recommendations:
1) ~ ~ t, e'cr~ ~ z&Ja-h s ~l paw ~ C~
'BM 10-76-.2- ` i s hi° ka en C"i-evl'S (If pre-treatment system - 0.50 ft. sand fill - 0.6 loading rate)
Boring dot ro. a • If
Boring # ~l?
❑
a pit Ground surface elev. 1073.56 ft. Depth to limiting factor 30 in.
Sod Rath
Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPDW
in. Munsed Qu. Sz. Cont. Color Gr. Sr- Sh. -Ef1#1 -01102
1 0-3 10YR2/2 - sil 2fabk mvfr as 3vf-m 0.6 0.8
2 3-13 10YR2/2 sil 2f-msbk mfr ai 2vf-m 0.6 0.8
3 13-24 10YR3/4 - sil 2fabk mfr as lvf-m 0.6 0.8
4 24-30 7.5YR4/4 - A Om mfr as I vf-f 0.2 0.6
5 30-33 7.5YR4/4 c2f 7.5YR3/4 sl Om mfr as - 0.2 0.6
6 33-34 10YR5/6 c2d IoYR4/6 c 2fgr mfi - - 0.2 0.3
Horizons 4 & 5 have some g.
a Boring # Boring 1076.28 22
Pit Ground surface elev. ft. Depth to lirnfing factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff°
in. Munsed Qu. Sz. Cont. Color Gr. Sz. Sh. '0101 '011112
1 0-9 10YR3/2 - sil 3fgr&abk mvfr as 2vf-m 0.6 0.8
2 9-16 10YR3/4 - sil 3fabk mfr cs 2vf-m 0.6 0.8
3 16-22 7.5YR3/4 - sl Ifsbk mfr ab lvf-m 0.4 0.7
4 22-31 7.5YR4/4 c2f7.5YR3/4 A 0m mfr - lvf-m 0.2 0.6
Some gr; few cobbles, one boulder.
* Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mg& ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg1L
CST Name (Please Print) CST Number
Mary Jo Hollister 1227JOA 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 05 - 05 - 05 (715) 426 -1775
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(Pending) Page 2 ~ 3
Property Owner NDSU (Lot 17) Parcel ID #
C Bw" # ~ 1072.42 R Depth to ~ factor 18 in. PAS
❑ El Pd Ground sodace elev.
structure once Boundary Roots GPDdF
Horizon Depth Dominant RedoxDescriplim Texttxe *EW 'EW2
in. Munsell Qa- Sz. Cord. Color Gr. Sz Sh.
sil 2fabk mVfr as 2vf m 0.6 0.8
l 0 8 10YR3/2 mfr cw lvf-m 0.4 0.6
2 8712 IOYR3/4 - sci 2fabk
___2fgr mfr cb lvf-f 0.2 0.3
3 12-18 10YR5/8 - c
4 18-20 tilMsbr - - -
Rabe
❑ Boring Botrurg Ground surface elev. ft. Depth to Wn*M facWr in. Sao ication
Sz oc Cord Color TexYse Stnrchrre Cor~enoe BoorriarY ROOD *GPM
'Etflx2'Et~2
Dorm COW Du Redo
Horizon Depth Gr. Sz- Sh
in. Munsell
9 Bourg faoIr in.
Bo" # Ground sudaoe elev. ft. Dpio frrrdirg Sod Rate
❑ Pit
Roots GPDdfF
Horizon Depth Redox Description Texture Structure Cormislence Bourxlary
In. Munsell Qu. Sz GnL color Gr. Sz Sit `EtT#f 'EtFrR2
Ellkrord #1 = GODS > 30:S M nV& and TSS >30:5 150 mgA_ ` Eguerd # = BM,< 30 nV& and TSS 30 mg/L
employer. at ~2If You need
TPi ance t acces - ices or
The Department of Commerce is an equal opportunity service provider and
need material in an alternate format, Please contact the
seo43WeAOLmeooi
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Plot Plan for Hills of 7koy Page 3 of 3
Town of Troy, St Croix County, Wmansin '
Lot i- I"=40ft
Legal Desariptwn ^S %/y W „MV- OV11; . , I. T,-XA. 2 ft contours
RIQ w, -town OF -rcm 11 = AW Coe r it
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• Wisconsin Department of Comm Pp?, SOIL t7ALU•ATION REPORT Page 1 of 3
Division of Safety and Buildings,
in accorda IX Coma 85, Wis. Adm. Code M
f County ST. CROIX
Attach complete site plan o paper notless then 8 1/2 x 11 inch in size. Plan must
include, but not limited to: v rtical and horizontal relkeo.oee poin (BM), direction and Parcel I.D. (PENDING)
pcrccnt olopo, ecale or di nsiori ,7nnq_M(rrnw, and Inration a td distance to nearest road.
Zo { G g Rev' wed by Date
Pleas alb tiond
Personal information you provide may be used for se purpo s (Privacy Law, s. 15.04 (t) (m)).
Property Owner Property Location a
NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar Govt. Lot NE 1/4 NW 1/4 S I I T 28 N R 19 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
Rodli, Beskar, Boles & Krueger SC, 219 N. Main Street 17 Hills of Troy
City State Zip Code Phone Number E ]City Village Town Nearest Road
River Falls, WI 54022 ( 715) 425 - 7281 Coulee Trail
0 New Construction UseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
E] Replacement 0 Public or commercial - Describe:
Parent material loess over till Flood Plain elevation if applicable NA ft•
General comments Mound System 1.50 ft. sand fill 0.4 loading rate
and recom endations:
T.
d 75.2 ~ 14 I/t/`'`t-e`n Wf~%tinW 4,04..~~ .
pre-treatment systt 0 50 ft. sand fill 0.6 loading rate)
If
( _ I
C% G v -x
I A Boring # 11 Boring
Q Pit Ground surface elev. 1073.56 Depth to limiting factor 30 in. Soil ion Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
(07~
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-3 10YR2/2 - sil 2fabk mvfr as 3vf-m 0.6 0.8
2 3-13 10YR2/2 sil 2f-msbk mfr ai 2vf-m 0.6 0.8
10YR3/4 - sil 2fabk mfr as lvf-m 0.6 0.8
3 13-24
4 24-30 7.5YR4/4 sl Om mfr as lvf-f 0.2 0.6
5 30-33 7.5YR4/4 c2f 7.5YR3/4 sl Om mfr as 0.2 0.6
6 33-34 10YR5/6 c2d 1oYR4/6 c 2fgr mfi 0.2 0.3
Horizons 4 & 5 have some gr.
B Boring # 0 Boring 1076.28 22
0 Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10YR3/2 sil 3fgr&abk mvfr as 2vf-m 0.6 0.8
2 9-16 10YR3/4 - sil 3fabk mfr cs 2vf-m 0.6 0.8
3 16-22 7.5YR3/4 sl lfsbk mfr ab lvf-m 0.4 0.7
4 22-31 7.5YR4/4 c2f 7.5YR3/4 sl Om mfr lvf-m 0.2 0.6
Some gr; few cobbles; one boulder.
* Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) ignature CST Number
Ma Jo Hollister f7 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 05 - 05 - 05 (715) 426 - 1775
x•
t
Property Owner NDSU (Lot 17) Parcel ID # (Pending) Page 2 of 3
a Boring # Boring 1072.42 t C' (,vJi ~ A
■ pit Ground surface elev Depth o it ting factor in.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10YR3/2 sil 2fabk mvfr as 2vf-m 0.6 0.8
2 8-12 10YR3/4 scl 2fabk mfr cw lvf--m 0.4 0.6
3 12-18 10YR5/8 c 2fgr mfr cb lvf-f 0.2 0.3
18-20 till/lsbr
❑ Boring # ElBoring
o pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Boring
E-1 Boring # Ground surface elev. ft. Depth to limiting factor in.
Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330Test (R.07/00)
r'
Plot Plan for :Dills of Troy Page 3 of 3
Town of Troy, St. Croix County, Wisconsin
Lot 7 y 7. = 40 ft.
Legal Description OF-T,,- ow / sce • m, TZ A, 2 fit contours
-row.N of -t Roy Backhoe pit
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B-16/ 7C
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